Miscellaneous Hydrologic Data
Issued by NWS Birmingham, AL

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171
SRUS44 KBMX 281229
RRMBMX
: ATLG1 A CORPS-MOBILE DAILY RIVER AND PRECIPITATION DATA
:
CORPS RESERVOIR PROJECTS
.B ALR 0928 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
CVLG1  837.40/   0.00/  0.163/  0.505/     0/     0/   0.00:ALLATOONA
CMMG1 1064.53/   0.00/  0.686/  0.686/   288/     0/   0.00:BUFORD
CTRG1 1066.90/ 690.70/  0.771/ -3.915/  1940/     0/   0.00:CARTERS
CTSG1  690.70/   0.00/  0.000/  0.000/   571/     0/   M   :CARTERS REREG
WDRF1   76.65/  38.93/  5.227/  5.227/   329/    43/   0.00:WOODRUFF
FOGG1  187.80/ 101.98/  3.921/  0.200/   223/   160/   0.01:GEORGE
WETG1  630.55/ 557.73/  2.073/  0.718/   197/    45/   0.00:WEST POINT
.END
.B ALR 0928 C DH07/HP/HT/QIQ/QTQ/VE/VW/PP
:6AM POOL,6AM TAIL,4HR IN,4HR OUT,Q-EST GEN,CAP,PCPN
:
TYLA1  124.78/  80.20/  5.856/  0.000/   293/    82/   0.03:R F HENRY
MRFA1   79.76/  33.60/ -8.706/  0.000/   387/    76/   0.00:MILLERS FERRY
.END
.B ALR 0928 C DH01/HP/HT/QID/QTD/VE/QG
:MID POOL,MID TAIL,24HR IN,24HR OUT,GEN,TURB Q
:
CVLG1  837.41/   0.00/  0.110/  0.505/     0/ 0.000:ALLATOONA
CMMG1 1064.53/   0.00/  0.351/  1.767/   285/ 0.000:BUFORD
CTRG1 1066.40/ 692.30/ -0.070/  1.340/  2480/ 3.582:CARTERS
CTSG1  692.30/   0.00/  0.000/  0.000/  1991/-2.242:CARTERS REREG
WDRF1   76.66/  38.83/  4.174/  4.912/   329/ 4.912:WOODRUFF
FOGG1  187.76/ 102.06/  5.454/  1.320/   172/ 1.120:GEORGE
WETG1  630.54/ 557.73/  0.775/  1.679/   212/ 1.679:WEST POINT
TYLA1  124.43/  79.22/  3.658/  4.085/   245/ 4.085:R F HENRY
MRFA1   80.03/  33.99/  5.224/  5.224/   387/ 5.224:MILLERS FERRY
.END
:RIVER/RAINFALL REPORTS
.B ALR 0928 C DH05/HG/PPP
:GAGE HT,PCPN
:
CTVG1    5.06 /   M   ,NCRG1    3.45 /   0.08:CARTERSVILLE   NORCROSS
KGTG1    3.50 /   M   ,RTMG1    3.58 /   0.00:KINGSTON       ROME
RSCG1    1.61 /   0.01,VING1    3.02 /   0.00:RESACA         VININGS
CATG1    M    /   M   ,RDBG1    0.93 /   M   :CARTERS (411)  REDBUD
ELIG1    1.22 /   0.00,APHG1    M    /   M   :ELLIJAY        BIG CREEK
AMIG1    M    /   0.00,WAHG1    M    /   0.00:AMICALOLA      WAHSEGA
CNNG1    1.20 /   0.01,DGAG1    0.54 /   0.00:CANTON         DAHLONEGA
DCNG1    0.61 /   0.05,TKRG1    0.72 /   0.00:DUNCAN BRIDGE  TALKING ROCK
TLNG1    2.07 /   M   ,MTNG1    M    /   0.00:TILTON         MOUNTAINTOWN
SWEG1    0.87 /   M   ,MARG1    1.48 /   M   :SUWANEE        SOPE CR
LVNA1    1.13 /   M   ,FULM6    M    /   M   :LIVINGSTON     FULTON
SFRG1    M    /   0.00,RUFA1    M    /   0.00:SANFORD        RUTHERFORD
NEWG1    4.13 /   M   ,BLOF1    0.62 /   M   :NEWTON         BLOUNTSTOWN
WHTG1    2.90 /   M   ,RWLG1    3.71 /   M   :WHITESBURG     ROSWELL
WTPG1    2.02 /   M   ,WRSG1    M    /   0.00:WEST POINT     WARESVILLE
WBGG1    M    /   M   ,CATA1    1.37 /   0.00:WHITESBURG     CATOMA CR
MNJA1    1.36 /   0.00,CKLA1    0.43 /   0.00:MARION JCT.    CENTREVILLE
RMEG1    3.56 /   M   ,RMBG1   10.36 /   M   :ROME 5TH       MAYOS BAR
LRYA1    1.51 /   M   ,ELRA1    M    /   M   :LEROY          ELROD
TBBM6    M    /   M   ,ETNG1    2.02 /   0.00:TIBBEE         ETON
SAYA1    2.25 /   M   ,MRTM6    M    /   M   :SAYRE          MARIETTA
GUNM6    M    /   M   ,TMTM6    M    /   M   :GUNTOWN        TREMONT
BGBM6    M    /   M   ,CHBA1    M    /   M   :BIGBEE         CHOCTAW BLUFF
WETA1   11.19 /   M   ,BCKA1    M    /   M   :WETUMPKA       BARRY STEAM PL
LBLM6    M    /   M   ,CMUG1    M    /   0.00:LOCK B STAFF   COLUMBUS
SUTA1    4.26 /   M                          :SUTTLE
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0928 C DH05/HP/HT/NN/PP
:POOL,TAIL,GATE STEP,PCPN
:
CLBA1   34.50 /   6.30 /  6 / 0.00 : CLAIBORNE
COLA1  102.02 /  77.66 /  0 / 0.25 : ANDREWS
.END
.B ALR 0928 C DH05/HP/HT/PPP    : GATES @ FEET
CLDA1   33.32 /    1.54 /  0.00 :  1 @ 0.50*** @ 0.00  0 @ 0.00  0 @ 0.00
DLDA1   73.46 /   33.09 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
WLDA1   95.81 /   73.79 /  0.00 :  1 @ 0.50  0 @ 0.00  0 @ 0.00  0 @ 0.00
TODA1  123.23 /   95.65 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
TCLA1  186.40 /  123.10 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
BLDA1  254.92 /  186.59 /  0.00 :  1 @ 1.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
GNSA1  109.28 /   74.04 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
AVLA1  136.27 /  109.25 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
CBUM6  163.31 /  136.26 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
ABEM6  190.38 /  163.20 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKAM6  220.66 /  190.52 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKBM6  245.26 /  220.70 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKCM6  270.29 /  245.29 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKDM6  300.13 /  270.20 /  0.00 :  3 @ 0.25  0 @ 0.00  0 @ 0.00  0 @ 0.00
LKEM6  330.19 /  300.11 /  0.00 :  1 @ 0.14  0 @ 0.00  0 @ 0.00  0 @ 0.00
DNNM6  412.19 /  330.12 /  0.00 :  0 @ 0.00  0 @ 0.00  0 @ 0.00  0 @ 0.00
.END
:CORPS LOCKS AND DAM PROJECTS
.B ALR 0928 C DH01/HP/HT/PP
:POOL,TAIL,PCPN                             LOCKAGES              @ MIN. FLOW
:
DNNM6  412.24 / 330.09 /  0.00 /       :    4     @     0.00
.END
:CORPS RESERVOIR PROJECTS
:PROPOSED DISCHARGES FOR 092816 TO 100816
:BUFORD,W. POINT,GEORGE,WOODRUFF,ALLATOONA,CARTERS REG
:
.E CMMG1 0928 C DC0928/QTDFZZZ/DID01/  1.220 /  1.220 /  1.220 /
.E1   1.220 /  0.970 /  0.970 /  1.220 /  1.220 /  1.220 /  1.220 /  1.220 /
.E WETG1 0928 C DC0928/QTDFZZZ/DID01/  3.150 /  3.150 /  3.150 /
.E1   3.150 /  3.150 /  3.150 /  3.150 /  3.150 /  3.150 /  3.150 /  3.150 /
.E FOGG1 0928 C DC0928/QTDFZZZ/DID01/  1.300 /  2.600 /  2.600 /
.E1   2.600 /  2.600 /  2.600 /  2.600 /  2.600 /  2.600 /  2.600 /  2.600 /
.E WDRF1 0928 C DC0928/QTDFZZZ/DID01/  5.100 /  5.100 /  5.100 /
.E1   5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /  5.100 /
.E CVLG1 0928 C DC0928/QTDFZZZ/DID01/  0.500 /  0.500 /  0.500 /
.E1   0.500 /  0.500 /  0.500 /  0.500 /  0.500 /  0.500 /  0.500 /  0.500 /
.E CTSG1 0928 C DC0928/QTDFZZZ/DID01/  0.300 /  0.300 /  0.300 /
.E1   0.300 /  0.300 /  0.300 /  0.300 /  0.300 /  0.300 /  0.300 /  0.300 /
$$



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